摘要
针对某桥梁桥墩的偏差问题,使用有限元软件对桥墩、桩基进行了力学性能验算,提出了粘贴碳纤维的加固设计方法,并对加固后桥墩的承载性能及稳定性进行了分析计算,积累了桥梁墩柱加固经验。
Aiming at a bridge pier deviation problems, the mechanical performance of bridge pier and pile foundation were checking calculated. The reinforcing design method of bonding carbon fiber was proposed, and the beating performance and stability of bridge pier after reinforcing were analyzing calculated, which accumulated experiences for bridge pier reinforcement.
出处
《山西建筑》
2009年第19期312-314,共3页
Shanxi Architecture
关键词
桥墩加固
碳纤维
加固效果
稳定性
bridge pier reinforcement, carbon fiber, reinforcing effect, stability